Effect of Low-Density Polyethylene on Fracture Toughness of Asphalt Concrete Mixtures
Author:
Affiliation:
1. Associate Professor, Dept. of Civil Engineering, Aswan Faculty of Engineering, South Valley Univ., Egypt.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0000106
Reference19 articles.
1. Polymeric Additives and Their Role in Asphaltic Pavements. Part I: Effect of Additive Type on the Fracture and Fatigue Behavior
2. Bhurke A. S. Shin E. E. and Drzal L. T. (1997). “Fracture morphology and fracture toughness measurement of polymer modified asphalt concrete.” Transportation Research Board 76th Annual Meeting Washington D. C. 23–33.
3. Predicting stripping and moisture induced damage of asphalt concrete prepared with polymer modified bitumen and hydrated lime
4. Use of waste high density polyethylene as bitumen modifier in asphalt concrete mix
5. Nomenclature of regular single-strand organic polymers (IUPAC Recommendations 2002)
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